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Mathematical Problems in Engineering
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Mathematical Problems in Engineering
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2013
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Article
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Tab 4
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Research Article
Mathematical Model and Analysis of Negative Skin Friction of Pile Group in Consolidating Soil
Table 4
Dragload and neutral plane position influenced by different pile-soil stress ratio calculated by mathematical model.
Pile-soil stress ratios
Maximum axial force of pile/kN
Maximum dragload/kN
Tip resistance/kN
Neutral plane position/m
3.0
717.3
461.3
184.7
16.9
4.5
755.6
402.4
201.9
15.7
6.0
857.9
346.3
221.0
14.5